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Sample Record for 2021-06-19-2

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Project Information

Project ID: 212581 DEA: 030H1004 EFIS: 0315000076 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-37.6
Work Description:
Location Description:
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Jarrett Woodruff Structure Rep.: Bill Brook

Sample Information

DIME Sample ID: 2021-06-19-2
TL Number from the TL Form: 765698
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 06/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: ASPHALT BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Northwest Oil - Stockton, CA

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: GRANITE
Asphalt Binder Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-06-19-2-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 06/29/2021
Date Tested: 06/25/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Mass loss > 1.00
Test Result Compliance: does not comply
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 174.659 grams
Mass of empty container #2 166.194 grams
Mass of container #1 before test (m1i) 209.828 grams
Mass of container #2 before test (m2i) 201.356 grams
Mass of container #1 after test (m1f) 209.447 grams
Mass of container #2 after test (m2f) 200.971 grams
Average mass change -1.089 percent

Test 2 of 3

DIME Test ID: 2021-06-19-2-2
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/29/2021
Date Tested: 06/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: ORIG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.152 kPa
Phase Angle (δ) (for the 10 cycles) 86.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.263 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.27 kPa

Test 3 of 3

DIME Test ID: 2021-06-19-2-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/29/2021
Date Tested: 06/23/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.464 kPa
Phase Angle (δ) (for the 10 cycles) 81.5 degree
Complex Modulus (G*) (for the 10 measurements) 4.636 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 4.69 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.